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I I -STAND) RD 4' WIDE SNAP-N-LOCK COMPOSITE ROOr: PANELS MAX ALLO 'ABLE SPANS (DEFLEC77ON -= 1/BO MAX.) COMPOSITE PANEL SKINS SHALL BE OF ALUMINUM ALLOY 3105-H14/f.t25 (1.0i/C.F. E.P.S. FOAM) T pNfll)J1Y ENQ1J5ED / {PfN / EJi(1.0!lD W7H17IItJ:M:!l 10' 0:/-1. ,....QJ:J....12. O.H. I 3' O.H:l 4' O.H. 11 fl U&. 1.1 .fil1iI2.; " .024 12'-9" 12'-11" 13'-4" 14'-1" 15'-0" 3 ,032 14'-11" 15'-1" 15'-6" 16'-2" 17'-0" 4" .024 13'-11" 14'-1" 14'-6" 15'-2" 16'-1" .,032 16'-1" 16'-3" 16'-7" 17'-2" 17'-11" 1?fl Ill: j"J WIND or~tru,1 .024' 11'-7" 11'-9" 12'-3" 3" .032 13'-7" 13'-9" 14'-2" .0241 12'-8" 12'-10 13'-4" 4" .032 14'-7" 14'-9" 15'-2" 1 'ffl . U~ '1-1 WIND 3" .024, 10'-9" 10'-11" 11'-6" .032 12'-8" 12'-1013'-3" - 4" .024 11 -10 12'-0" 12'-6" - .032 13'-8" 13'-10 14'-3" - --14n U~ 1-1 W1Mf 9'-11" 10'-1" 10'-B" - 11'-8" 11'-10" 12'-4" - 10'-11" 11'-1" 11'-7" 12'-,7" 12'-9" 13'-2" - W1Nn .02 "g'-~" 9'-7" 3" T .03. " 10'-11" 11'-2" - .02 " 10'-3--- 10'-5" 11 -0" 4" .03." 11'-10" 12'-0" 12'-6" - 114 5.M.S. (OR 1/4"" ,LAG) 0 12" D.C. (OR 110 5.M.S. "B" D.C.) W/ 1"" (MIN.) WASHER (11/2" MIN. EMBED. IN WOOD) (SEE NOTE 5) MIN. SLOPE: 1/4"/FT. ~ r- [3" OR 4~ OR 3"/4" RECEIVER GUTTER IS REQUIRED ALONG ALL EXPOSED PERIMETER PANEL EDGES / '--- If , ., I I I I ~...-.- _..I "- L 110 X 3/4" S.M.S. o 12" O.C. TOP AND BOTTOM I-- WOOD OR ALUM. WALL OR BEAM 12'-10 14'-10 14'-0" 15'-10 ~032' ALUMINUM I ROOF PANELS ~ ~ 3" .02 .03. 4" .02- .03. NOTE' 1. PANELS HAY,OVERHANG 1/4 OF SIMPLE SPAN <uP TO 4' MAX - 'SEE TABLES) 2. FOR EXPOSURE ' C', REDUCE TABLE VALUES BY MULTIPLYING BY . 85 3. FOR CONTINUOUS ROOF PANELS OVER CENTER BEAM SUPPORT - MULTIPLY SPAN VALUES BY 1.1 4. FOR 2# Eo P. S. FOAM MUL T IPL Y SPAN VALUES BY 1. 1 5. FOR WINDS> 120 HPHI SPACE #14 OR 1/4'" LAGS II 8' O. C. OR #10 S. M. S. II 6' O. C. :- - - - . REC. HEADER, R.F. (USE EXTRUDED ON MASONARY) - - /110 S.M.S. 0-' ~ COMPOSITE ,/ 12" O.C. T de BI ROOF PANELS I~ ~ ~ ~I ~ j It ~ ROOF)' TTACHMENT DETAIL FASTENER TO BE DETERMINED ~ ~ ~ ~ ~ HOST STR CTURE 110 5:M.S. X 1 1/2" (}I 4" (MAX) O.C. INTO WOOl BEAM/FASCIA QB. (2) 110 0 16" O.C. INTO WALL STUDS QB. (2) 110 X 2" (}I 24" O.C. THRU 3/4" (MIN~ FASCIA INTO TRUSS OR RAFTER T; ILS * QB. 1/4"" TAP.~ONS (}I 8" O.C. STAGGERED INTO CONC. ~ /\110 (}I 6" O.C. W/ 110 S.~.S. THRU REC. HEADER INTO PANEL BOTT:-----1' -r---------. / \ STAGGERED fiQJI;' 1 1/4" M../N. EMBEDMENT INTO CONC. llJ. CA,P ~\ Cti I ~ 1 1/2" MIN. EMBEDMENT INTO WOOD _____ ~. ~ II . --- *REPLACE LL DETERIORA77NG ~ I ____ tti WOOD; WI' FASCIA SECURED ' ) 1\ I ~ ____ TO RAFTE< (TRUSS) TAILS . !to ;M.S. 'I --I '--REi. C. HEADER ~... \ \ - "'2 O.C..-, EXTRUDED 11'J ;M.,S, L (TYP) " '/ TOP de BOT. (}I 12 O.C. . ^ 114 x _ S.M.S. W (TYP.) TOP de BOT. REC. HEADEi 1" " NEOPRENE WASHERS EXTRUDED RIDGE CAP- '-- ((4) PER PANEL EQUALLY SPACED) MIN. RIDGE BEAM DETAIL. ~~~3/4" EMBED. (11/2" MIN. INTO WOOD) N.T.S. ~SIrE,,,,,. r fO,y~ ~ CO~PF PANEL ~ ROOF PA~ ~ THESE STRUCTURES DCSlGNBJ WITH THE 2004 r RoOr~ J!~ ,yt( FLORIDA BLDG. CODE W/2006 SUPPLEMENT ~ (5... de CHAP. 6 OF ASCE 7 FOR 110-140 MPH WIND VELOCITY (3 SEC. GUST) EXPOSURE B de ~ , , ::::R: ~::rrRING 4. -27- . ~ 1.12 COLEMAN RD. WINTER HA VEN. FL 33880 (863) 299-1048 P.E. 32186 OP77ONAL A TTACHMENT (UNDER OVERHANG) 110 S.M.S. (}I 12" O.C. THRU T de B OF PANEL/HEADER - . RIDGE BEAM DETAIL N. T.5. Pg. 4-[